Simple Harmonic Oscillations (Copy)
Key Terminologies and Basic Concepts
- Displacement (x):
- The distance of the oscillating particle from its equilibrium (central/rest) position at any instant
- It can be positive or negative depending on the direction of motion from the equilibrium
- Measured in metres (m)
- Amplitude (x₀):
- The maximum displacement from the equilibrium position
- Always a positive scalar quantity
- Represents the maximum extent of oscillation
- Measured in metres (m)
- Period (T):
- The time taken for one complete oscillation
- Measured in seconds (s)
- Related to frequency by the formula:
- T = 1/f
- Frequency (f):
- The number of oscillations per second
- Measured in hertz (Hz), where 1 Hz = 1 oscillation per second
- Formula: f = 1/T
- Angular frequency (ω):
- Also called angular speed in SHM
- Defines how quickly an oscillation completes its cycle in terms of angle (radians)
- Formula: ω = 2πf = 2π/T
- Measured in radians per second (rad/s)
- Phase:
- Describes the position within the cycle at any moment, measured in radians
- It represents how far along its oscillation a particle is at a given time
- Phase difference (Δφ):
- The angular difference in phase between two oscillating particles
- Measured in radians or degrees
- One complete cycle corresponds to 2π radians or 360°
Written and Compiled By Sir Hunain Zia, World Record Holder With 154 Total A Grades, 7 Distinctions and 11 World Records For Educate A Change A2 Level Physics Full Scale Course
Defining Simple Harmonic Motion (SHM)
- SHM is a type of periodic motion
- Occurs when acceleration is directly proportional to displacement, but acts in the opposite direction
- Mathematical condition for SHM:
- a ∝ −x
- Or: a = −ω²x
- a = acceleration
- x = displacement
- ω = angular frequency
- This negative sign indicates that the acceleration is directed towards the equilibrium position
- This restoring force (or acceleration) causes the oscillatory behavior
Equation of Motion for SHM
- The displacement-time equation (general solution):
- x = x₀ sin(ωt) or x = x₀ cos(ωt)
- Depends on starting conditions (sine if starting from zero displacement, cosine if starting from max displacement)
- x = x₀ sin(ωt) or x = x₀ cos(ωt)
- Velocity is the derivative of displacement with respect to time:
- v = dx/dt
- If x = x₀ sin(ωt), then v = x₀ω cos(ωt)
- Therefore:
- v = ±ω√(x₀² − x²)
- At maximum displacement (x = x₀), v = 0
- At equilibrium (x = 0), v = ωx₀ (maximum)
- v = ±ω√(x₀² − x²)
- Acceleration is the derivative of velocity:
- a = dv/dt = −ω²x
- Again confirming that acceleration is proportional to –x (restoring force model)
Written and Compiled By Sir Hunain Zia, World Record Holder With 154 Total A Grades, 7 Distinctions and 11 World Records For Educate A Change A2 Level Physics Full Scale Course
Summary of Key SHM Equations
| Quantity | Equation | Notes |
|---|---|---|
| Displacement | x = x₀ sin(ωt) | Can also use cosine depending on initial phase |
| Velocity | v = x₀ω cos(ωt) | Derivative of displacement |
| Velocity (alt) | v = ±ω√(x₀² − x²) | Maximum at x = 0 |
| Acceleration | a = −ω²x | Always opposite to direction of displacement |
| Angular frequency | ω = 2πf = 2π/T | Central to all SHM equations |
Graphical Representations of SHM
- Displacement-Time Graph:
- Sinusoidal wave
- Amplitude = x₀
- Period = T
- Zero displacement at multiples of T/2
- Velocity-Time Graph:
- Also sinusoidal, π/2 radians (90°) out of phase with displacement graph
- Velocity is maximum at equilibrium (x = 0)
- Acceleration-Time Graph:
- Also sinusoidal, π radians (180°) out of phase with displacement graph
- Maximum acceleration at maximum displacement
Phase Relationships
| Quantity | Phase relation (compared to displacement) |
|---|---|
| Velocity | Leads displacement by π/2 radians |
| Acceleration | Opposite phase (anti-phase), π radians |
- These phase differences explain the motion visually and are key in interpreting SHM graphs
Written and Compiled By Sir Hunain Zia, World Record Holder With 154 Total A Grades, 7 Distinctions and 11 World Records For Educate A Change A2 Level Physics Full Scale Course
Important Graph Features
1. Displacement-Time (x vs. t)
- Shape: sine or cosine wave
- Zero crossings at: t = 0, T/2, T, 3T/2…
- Peaks at: t = T/4, 3T/4, etc.
2. Velocity-Time (v vs. t)
- Shape: cosine or negative sine
- Zero velocity at displacement maximum
- Peak velocity at equilibrium
3. Acceleration-Time (a vs. t)
- Shape: sine or cosine wave (inverted from displacement)
- Acceleration is maximum at max displacement
- Acceleration is zero at equilibrium
Energy in SHM (Linked Concept)
- Total mechanical energy (E) in SHM is constant if no damping
- Composed of:
- Kinetic energy (KE) = ½mv²
- Potential energy (PE) = ½mω²x²
- Total Energy (E) = ½mω²x₀²
| Position | PE | KE | Total Energy |
|---|---|---|---|
| x = 0 | 0 | max (½mv²) | Constant |
| x = x₀ | max (½mω²x₀²) | 0 | Constant |
| 0 < x < x₀ | Shared | Shared | Constant |
Written and Compiled By Sir Hunain Zia, World Record Holder With 154 Total A Grades, 7 Distinctions and 11 World Records For Educate A Change A2 Level Physics Full Scale Course
Conditions for SHM
For a system to undergo SHM:
- Must have a restoring force directed towards the equilibrium
- Restoring force must be directly proportional to displacement:
- F = −kx (Hooke’s law for springs)
- No energy lost to friction or damping (in ideal SHM)
- Oscillations should occur about a fixed equilibrium point
Examples of SHM Systems
- Mass-spring system (horizontal or vertical):
- Obeys F = −kx, so SHM motion results
- Simple pendulum (for small angles):
- Approximate SHM where restoring force = −mg sin θ ≈ −mgθ
- Valid only for θ < 10°
Real-Life Applications of SHM
- Shock absorbers in cars (damped SHM)
- Oscillating springs in lab experiments
- Seismometers for earthquake detection
- MEMS sensors in mobile phones (gyroscopes/accelerometers)
- Musical instruments (vibrating strings, air columns)
Written and Compiled By Sir Hunain Zia, World Record Holder With 154 Total A Grades, 7 Distinctions and 11 World Records For Educate A Change A2 Level Physics Full Scale Course
